HomeMy WebLinkAbout2105 C-1 T_..� y 0___JF -..JRA C -[0 C C
N U AMONGA
CUCAMONGA
CREEK BIKE
TRAIL
LEGEND
FROM FOOTHILL BLVD. TO BASE LINE R D. REPLACE EXISTING A.C. WITH NEW A.C. PAVEMENT WHICH SHALL BE A
MIN. OF 3' THICK OR 1' THICKER THAN EXISTING WHICHEVER IS GREATER
SLURRY SEAL TYPE II
AND RED
HILL P EXERCISE
TRAIL
o
NEW P.C.C.
GENERAL NOTES:
1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard /4 BARS CONTINUOUS ANCHOR
Specifications for Public Works Construction, (Green Book), 1994 Edition and including the 1995 3
supplement.
RANCHOA A
..2. Public and Private utilities and substructures shown hereon are from available records. The — —
Contractor shall be responsible for protecting all utilities and substructures as shown within the � i
4 -1
construction limits of this project and shall be responsible for any damage as a result of the 6 4' RAD.
construction operations. ANCHOR MONOLITHIC GUTTER
3. The Contractor shall notify Underground Service Alert 1-800-422-4133 and the following utilities two
working days prior to construction or regarding any problems. �!" — — — (0 Lt
—
i EXP. JT. (TYP)
Southern California Edison Co. - EMERGENCY ONLY 800 611-1911 Pro ie C t Sar % �� ;r T j �t 4.5' CURB LINE
Southern California Edison Co. gpg 357_6240 r s 4 ( . Y
Southern California Gas Co. - EMERGENCY ONLY 800 427-2000 S2t2 ,, t �1 `° J�F �^ PIAN
S • _CRs .i_1
Cucamonga Valley Water District - EMERGENCY ONLY 909 987-2591
4• The contractor shall notify the City of Rancho Cucamonga Police Department, The City of Rancho Almond Rd {7 �? _ 4t I
> 4
Cucamonga Fire Department and any affected school district, 72 hours prior to construction ' ' i �y �,.. B
' =
indicating any detour and/or road closures. Hillside R -� �" � HrJVD RAI
SEE ANCHOR DETAIL
5. For inspection of this a y • i� , ^n� F7, Wilson
Ay
p project, the Contractor shall contact the Public Works Section at (909) Banyan St � "" I � z f3 ® s" O.C.
477-2740 ext. 4075, Monday - Thursday, and at least two working days prior to the construction ~ . ` x _ w y - Route 30
start date. AC PAVEMENT 0 LIP
EXISTING
3 =, o - under construction) 29!
6. A permit shall be obtained from the Ci of Rancho Cucamonga 19t St Ig larnd Av
City g prior to any construction or v {x `
< ..
encroachment within any City of Rancho Cucamonga easement or rights-of-way. 4� _ - [ # y -~ 4' 3•�-" 11
B —1 1/2
Base L14 sgd FOR CONSTRUCTION THROUGH EXISTING
7. During the construction operations at least one 12' lane in each direction shall be provided for each ' s I } " r _ f _ cuRe R
L �� ` EMOVE CURB & GUTTER BETWEEN
direction of travel on all Street at all times. The traffic lanes Shall be maintained on pavement and r�; _" f' r1 SECTION A-A NEAREST WEAKENED PLANED JOINTS.
shall remain unobstructed. + ,- i''` � #� REPLACE WITH COLD JOINTS.
Foothi
8. The Contractor shall familiarize himself with all underground utilities, y-
9 pi and structures, and shall
take sole responsibility for the re Arro - f #
po ty pair/replacement, at no cost to the City, for any damage to said �� - Arrow Rt
underground utilities, pipes and structures. f I 3-/ ® s O.C.
-
8fh -: w
4 F[e @1N a ' 1" CLR. 3' VARIES 71 34'
9. Contractor shall verify all conditions and dimensions shown on the plans at the alta prior to --� -�-,. gt K w �M 3' MIN. 1 1/2"
commencement of any work. All discrepancies shall be re �_P—_— FULL WELD
ported for direction immediately to the City. '` `�� r —-
10. On the date and at the time of the submittal of the Bidder's Proposal the Prime Contractor shall
_- F' ' I stn St
r `
__ s I ,
possess any and all contractor licenses, in form and class as required by any and all applicable - 3"x3" CONST. JOINT
laws with respect to any and all of the work to be performed under this contract; Including but not 1Q Freeway s 3'-0' sa� 3" LEG ® 90'
w 10"
limited to a Class 'A' License (General Engineering Contractor) or a Specialty Class 'C-12' license 5 5 BAR
(Earthwork and Paving Contractor) sufficient to cover all the work to be performed by the Prime �' e 2 1/z" x 2" X 1 4
Contractor in accordance with the = SECTION B-B 't / ' X4'-0'
GALVANIZED STEEL ANGLE
provisions of the Contractor's License Law (California Business and
Professions Code, Section 7000 et. seq.) and rules and regulations adopted pursuant thereto.
NOTES f ANCHOR DETAIL
1. Concrete shall be 560—C-3250.
VICINITY M" 2. D=outside diameter of pipe or depth of channel.
NOT TO SCALE 3. Section to be sloped laterally with top conforming to the LEGEND ON PLANS
grades of the existing sidewalk and curb.
4. Manhole frame and cover may be deleted with open channel. a
DUSTING SURVEY MONUMENTATION 5. Trowel finish top surface and reproduce markings of existing
Ail sidewalk and curb.
existing survey monuments that will be disturbed by this project shall be referenced and reset by 6. Trowel finish floor of outlet.
the City's Construction Surveyor in accordance with Section 8771 of the California Surveyors Act.
Monuments found by research of available City records and by field survey are shown on the plans
and described as follows: (None Found)
UNDERSIDEWALK DRAIN DETAIL
CONSTRUCTION NOTES NTS
1a-- REMOVE LOOSE GRAVEL AND OVERLAY SLURRY SEAL TYPE II PER SPECS. ON
EXISTING ACCESS. WIDTH VARIES 10' TYPICAL
22 CONSTRUCT SIDEWALK PER CITY STD. 103
3a---CONSTRUCT UNDERSIDEWALK DRAIN PER CITY STD. 107-B AND AS SHOWN ON SHEET 1
--CONSTRUCT HANDICAPPED ACCESS RAMP PER CALTRANS STD. A88 CASE C
O4
O5 --CONSTRUCT GUARD RAIL USING EXISTING RAILS, NEW WOOD POSTS AND
VINEYARD AVE. BLOCKS PER CAI-TRANS STD. A77A
1 EXERCISE TRAIL1 O6 --CONSTRUCT HAND RAIL PER CITY STD. 602, TYPE A
EXERCISE TRAIL 1 t EXERCISE TRAIL 1 1 EXERCISE TRAIL 7 CONSTRUCT CURB AND GUTTER TO MATCH EXISTING PER CITY STD. 104 -
S H E ET I N D EX - _ _ - _ _ OS -- MATCH EXISTING
f — 1_ .�'. --k
O9 SAWCUT
r
r ANF ' ;r 10 ADJUST TO GRADE
■ : +
1. TITLE SHEET _ _ _ i PL YfT ,� 11 REMOVE
2. PLAN i w _ f _ ; t 12 APPLY GUARDTOP SEALCOAT PER SPECS. ON EXISTING ASPHALT EXERCISE TRAIL
WIDTH VARIES 5.5' TYPICAL
3. PLAN lY 4 13 CONSTRUCT 3' AC PAVEMENT OVER NATIVE SOIL
4. PLAN L i " -- P 4 A ARIA 14 CONSTRUCT GUARD POST PER DETAIL A ON SHEET 2 am
4E1.1D 1 � G ' $T i`; DESCRIPTION OF REVISION DATE
` t A H I T H&A Igo B
P1+C#�M4 A �avED•
w -- t STRIPING NOTES CITY OF RANCHO CUCAMONGA
SOCCER iLp f iir$OC Ftp f2! 20 PAINT 4 YELLOW SOLID UNE
THERMOPLASTIC LEGEND, SYMBOL OR ARROW TYPE IV (SAE) PER CALTRANS
REVISED STD. PLAN A24A AND A24D TITLE SHEET
22 INSTALL BIKE LANE SIGN (R81) PER CITY STD. 401-8
23 INSTALL BIKE LANE SIGN (R81A) PER CITY STD. 401-B CUCAMONGA CREEK BIKE TRAIL
r 1 EXERCISE TRAIL EXERCISE TRAIL t 24 INSTALL BIKE LANE SIGN (11818) PER CITY STD. 401-B FROM FOOTHILL BLVD. TO BASE LINE RD.
25 INSTALL BIKE ROUTE SIGN (011-1) PER CITY STD. 401-8
Underground
26 INSTALL ARROW SIGN (G33-1) PER CITY M. 401-B AND RED HILL PARK EXERCISE TRAIL
�
—
Service Alert LENGTH OF A.C. EXERCISE TRAIL TO BE EXERCISE TRAIL 1 o QR°FESSI APPROVED BY- 1112 �
Call: TOLL FREE
SEAL COATED IS APPROX. 4600 FEET �� �� t� CITY ENGINEER BVI-X RCE:•2495
�� `� F� �
vj f DESIGN PLAN PREPARED BY:
—800-422-4133 � No. 24953 ,?
PK
Exp. 12-31-07 ^� CITY OF RANCHO CUCAMONGA
TWO WORKING DAYS BEFORE YOU DIG * DRAWN 10500 CMC CENTER DRIVE
RANCHO CUCAMONGA, CA 91730 SKEET
�
RED HILL PARK CIV1�0.- PK 1 of 4
F C
NTS CHEWD MP Rc.I< NO DRAWING NO.
DATE RLE NO 2105
M
pg-
6 EXIST. `
5 GATE
5, 5, LENGTH OF A.C. ROAD TO BE SLURRY
10 FROM FOOTHILL BLVD. TO RED HILL
13
COUNTRY CLUB IS APPROX. 1785 FEET o.
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-.._ �-- __ -_... _-�� � Gq CREEK CHA _ - -' �- �' �- -= ' V)CONSTRUCTION NOTES NNEL�� _
` I -- REMOVE LOOSE GRAVEL AND OVERLAY SLURRY SEAL TYPE it PER SPECS. ON
EXISTING ACCESS. WIDTH VARIES 10' TYPICAL '
22 -- CONSTRUCT SIDEWALK PER CITY STD. 103 -
33 CONSTRUCT UNDERSIDEWALK DRAIN PER CITY STD. 107-8 AND AS SHOWN ON SHEET 1
(4 — CONSTRUCT HANDICAPPED ACCESS RAMP PER CALTRANS STD. A88 CASE C
50— CONSTRUCT GUARD RAIL USING EXISTING RAILS, NEW WOOD POSTS AND ExlsrlNc GATE WITH PosT 3L3' CLEARANCE 1a'
BLOCKS PER CALTRANS STD. A77A
066 —• CONSTRUCT HAND RAIL PER CITY STD. 602, TYPE A
�7 — CONSTRUCT CURB AND GUTTER TO MATCH EXISTING PER CITY STD. 104
0 4' GALVANIZED S1TIl. PIPE.
8 — MATCH EXISTING FILL POST WITH CONCRETE
99 -- SAWCUT --
10 ADJUST TO GRADE
11 REMOVE EXISTING
ROADk'
12 APPLY GUARDTOP SEALCOAT PER SPECS. ON EXISTING ASPHALT EXERCISE TRAIL.
WIDTH VARIES 5.8" TYPICAL. �
13 CONSTRUCT 3" AC PAVEMENT OVER NATIVE SOIL o
` ,,�
� 14 CONSTRUCT GUARD POST PER DETAIL A ON SHEET 2 I __ ,\ ,`"., � W
STRIPING NOTES , /c J Lii
W
20 PAINT 4" YELLOW SOLID UNE / t :E _
21 THERMOPLASTIC LEGEND, SYMBOL OR ARROW TYPE IV (SAE.) PER CALTRANS FlLL 3' Ac f U
REVISED STD. PLAN A24A AND A24D OVER NATIVELii
fR I-
22 INSTALL BIKE LANE SIGN (R81) PER CITY STD. 401—B b' S' / W
23 INSTALL BIKE LANE SIGN (R81A) PER CITY STD. 401-8 13 �
24 INSTALL BIKE LANE SIGN (R818) PER CITY STD. 401—B
Ora % ,
25 INSTALL BIKE ROUTE SIGN (011-1) PER CITY STD. 401-8
26 INSTALL ARROW SIGN (033-1) PER CITY STD. 401-8
r
s �
SEE DETAIL 8 GUARD POSTy �
SHEET 4 DETAIL A 1Y g
RaDCATE EXt5rNG NTS
DOLLARD M
SFROM lloolp
CLA
EN w ae'
aysANcc
�
CqLE _400 cA1,E Pm
r
EXISTING
EXIST. GATE
GUARD RaaL
/ (`� LENGTH OF A.C. ROAD TO BE SLURRY
1 LENGTH OF A.C. ROAD TO BE SLURRY ` AND BOLLARD i �+
� 5 � �� FROM RED HILL COUNTRY CLUB TO
FROM FOOTHILL BLVD. TO RED HILL �"� Cj`' 4 BASE LINE RD. IS APPROX. 4100 FEET
W � COUNTRY CLUB IS APPROX. 1785 FEET f 21
J r sWT: 6ATE
W — 21
13
Q
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i
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SEE DETAIL A
SHEET 4 ►�
�— EMW. CITY
SIGN
DESCRIPTION OF REVISION DATE
. � YARD ,-
VjNE CITY OF RANCHO CUCAMONGA
PLAN
CUCAMONGA CREEK BIKE
TRAIL
FROM FOOTHILL BLVD. TO BASE LINE RD.
LEGEND AND RED HILL PARK EXERCISE TRAIL.
REPLACE EXISTING A.C. WITH NEW A.C. PAVEMENT WHICH SHALL BE A ----
MIN. OF 3" THICK OR 1" THICKER THAN EXISTING WHICHEVER IS GREATER
K /QRFEsl sia^ APPROVED BY: DATE:
SLURRY SEAL TYPE II CITY ENGINEER G_
RCE: 24933
NEW P.C.C. ti 3 ZO DESIGN PLAN PREPARED BY: RECOMMENDED
No. 24953 Pi PK CITY OF RANCHO CUCAMONGA
Exp. 12-31-07 10500 CIVIC CENTER DRIVE
�C * RANCHO CUCAMONGA. CA 91730 SHAT
CIVIL V PK 2 or 4
CA1-%*; CHECKED RC.E NO DRAWING NO.
-----'
MP DATE FIS No 2105
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LENGTH OF A.C. ROAD TO BE SLURRY21 `�' 1 `- C
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U BASE UNE RD. IS APPROX. 4100 FEET -- NIV t _
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LENGTH OF A.C. ROAD TO BE SLURRY o
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FROM RED HILL COUNTRY CLUB TO '-
BASE UNE RD. IS APPROX. 4100 FEET
CONSTRUCTION NOTES
�1�--- REMOVE LOOSE GRAVEL AND OVERLAY SLURRY SEAL TYPE II PER SPECS. ON
EXISTING ACCESS. WIDTH VARIES 10' TYPICAL
22 —�CONSTRUCT SIDEWALK PER CITY STD. 103
O3 ---CONSTRUCT UNDERSIDEWALK DRAIN PER C17Y STD. 107-9 AND AS SHOWN ON SHEET 1 r __
CONSTRUCT HANDICAPPED ACCESS RAMP PER CALTRANS STD. A88 CASE C
4 -
55 CONSTRUCT GUARD RAIL USING EXISTING RAILS, NEW WOOD POSTS AND
BLOCKS PER CALTRANS STD. A77A
66 —CONSTRUCT HAND RAIL PER CITY STD. 602, TYPE A
7 CONSTRUCT CURB AND GUTTER TO MATCH EXISTING PER CITY STD, 104
88 MATCH EXISTING
99 -- SAWCUT
10 ADJUST TO GRADE
11 REMOVE
12 APPLY GUARDTOP SEALCOAT PER SPECS. ON EXISTING ASPHALT EXERCISE TRAIL..
DESCRIPTION OF REVISION DATE MY
WIDTH VARIES 5.5' TYPICAL
13 CONSTRUCT 3' AC PAVEMENT OVER NATIVE SOIL LEGEND CITY OF
RANCHO CUCAMONGA
14 CONSTRUCT GUARD POST PER DETAIL A ON SHEET 2
REPLACE EXISTING A.C. WITH NEW A.C. PAVEMENT WHICH SHALL BE A
MIN. OF 3' THICK OR 1" THICKER THAN EXISTING WHICHEVER IS GREATER PLAN
STRIPING NOTES SLURRY SEAL TYPE 11
20 PAINT 4' YELLOW SOLID UNE NEW P.C.C. CUCAMONGA CREEK BIKE TRAIL
21 THERMOPLASTIC LEGEND, SYMBOL. OR ARROW TYPE N (SAE.) PER CALTRANS
REVISED STD. PIAN A24A AND A24D FROM FOOTHILL BLVD. TO
BASE LINE RD.
22 INSTALL BIKE LANE SIGN (R81) PER CRY STD. 401_® AND RED HILL PARK EXERCISE
TRAIL
23 INSTALL BIKE LANE SIGN (R81A) PER CRY M. 401-8 j QRpiE33�� �
_
o d
24 INSTALL BIKE LANE SIGN (R81 B) PER CRY STD. 401—e �� APPROVED BY: DATE:
����,� �y�, � CITY ENGINEER RCE: 24953
25 INSTALL BIKE ROUTE SIGN (D11-1) PER CfIY STD. 401—B 3 yo
26 INSTALL ARROW SIGN (G33-1) PER CITY STA 401—B y DESIGN PIAN PREPARED BY-
No. 24953RECOMMENDED
aC Exp. 12-31-07 _vPK CITY OF RANCHO CUCAMONGA
\ >♦ DRAWN 10500 CMC CENTER DRNE
i` L+1 V 1%, �V RANCHO CUCAMONGA, CA 91730 SEM
c��.�F � PK 3 of 4
R.C.E. NO DRAWING NO.
MP IlATE FU No 2105
LEGEND
REPLACE EXISTING A.C. WITH NEW A.C. PAVEMENT WHICH SHALL BE A
MIN. OF 3' THICK OR 1" THICKER THAN EXISTING WHICHEVER IS GREATER
Sc� ,
SLURRY SEAL TYPE II
NEW P.C.C.
LA
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W
LENGTH OF A.C. ROAD TO BE SLURRY
FROM RED HILL COUNTRY CLUB TO
BASE LINE RD. IS APPROX. 4100 FEET
4
� I
w -
------ RED HIL L
z CUCAMONGA CREEK CHANNEL / _--- -- -
W _ ` COUNTRY CL UB DR.
����_ - - — -,-_._ 1� EXIST. CURB & GUTTER
O �.� 21
I..0 — --, `� _ 2 20'*
EXIST. CURB & GUTTER
z` 7 4.5' 4.5' �9f5' 2. I
8 9 2 g 13'f
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V)
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EXIST. GATE Q
y / � r � m 3 C
AND BOLLARD REMOVE�� I �_ 5 3
tv
x 3 f EXISTING GUARD RAIL TO , W'3� W 3. + 3 I t
LENGTH OF A.C. ROAD TO BE SLURRY � � �r r � -� � � � ' LOCATION INDICATED � � W=2
} � CONNECT EAST END OF GUARD
FROM RED HILL COUNTRY CLUB TO
13 ��'" ���; � =� 5 RAIL TO THE BRIDGE WALL PER I IF TRAFFIC SIGNAL PULL �\
BASE UNE RD. IS APPROX. 4100 FEET "` � �}ry 13 Imo----'� CALTRANS STD. A77J. rE
D RAIL BOX INTERFERES WITH `
RELOCATE ErosTLrr6 MAY BE ADJUSTED IN FlELD TO CONSTRUCTION OFRELOCATE EXLsnNc O gpL�gp Tp A fSIDEWALK. RELOCATE TO
gpLp 7p V VOD CONFLICT WITH GUARD
PROVIDE A 3LL' /CLEARANCE FROMQ CLEARANIM� � 5 5 TE POST. BRAIL HAND RAIL POSTS ,SHALL ETWEEN UNDERSIDEW DRAT BE SIDEWALK AND ADJUST TO �� i � +
GATE POSr 6 g / YPoM ALJ , ` (}
OUSHM
DETAIL B I
I I t
'I
SCALE 1 "= 10
i ' Ilt
CONSTRUCTION NOTES — —— -- -- -- — --
1 9 ' RETAINING CURB Ot -- REMOVE LOOSE GRAVEL AND OVERLAY SLURRY SEAL TYPE II PER SPECS. ON
g
8 EXISTING ACCESS. WIDTH VARIES 10' TYPICAL
r EXIST. 0— CONSTRUCT CONSTRUCT SIDEWALK PER CITY STD. 103
} s TREE 4 — CONSTRUCT UNDERSIDEWALK DRAIN PER CITY STD. 107—B AND AS SHOWN ON SHEET 1
7 4a-- CONSTRUCT HANDICAPPED ACCESS RAMP PER CALTRANS STD. A88 CASE C
CONSTRUCT GUARD RAIL USING EXISTING RAILS. NEW WOOD POSTS AND
p a N%, BLOCKS PER CALTRANS STD. A77A 6
F
r '��$�°W �1• 6�-- CONSTRUCT HAND RAIL PER CITY STD. 602, TYPE A
� �
(7CONSTRUCT CURB AND GUTTER TO MATCH EXISTING PER CRY STD. 104
4.5' DESCRIPTION OF REVISION DATE
Cnr
MATCH EXISTING 3" APPROVED:
SAWCUT ONLY WEST
o .
CITY OF RANCHO CUCAMONGA
10 ADJUST TO GRADE OF CHANNEL 5 2
REMOVE
APPLY GUARDTOP SEALCOAT PER SPECS. ON EXISTING ASPHALT EXERCISE TRAILEXIST. OR PROPOSED PLAN
VARIES 5.5 TYPICAL. CURB AND GUTTER 13CONSTRUCT 3' AC PAVEMENT OVER NATIVE SOILRED L 6--- CUCAMONGA CREEK BIKE TRAIL
14 CONSTRUCT GUARD POST PER DETAIL A ON SHEET 2 EXISTING
A.C. PAVEMENT--\/ FROM FOOTHILL BLVD. TO BASE LINE RD.
COUNTRY CL U-B DR. STRIPING NOTES EXIST. OR PROPOSED AND RED HILL PARK EXERCISE TRAIL
20 PAINT V YELLOW SOUD UNE SECTION C—C /'QROFESS/O • .
` THERMOPLASTIC LEGEND, SYMBOL OR ARROW TYPE IV (SAE) PER CALTRANS NTS '�° `� ti CCIITPYREN
21G NEER RCE: 24953
REVISED STD. PLAN A24A AND A240 �,Q' �.�' F, �"y
` 22 INSTALL. BIKE LANE SIGN (R81) PER CITY STD. 401-8 y 3 r Z DESIGN PLAN PREPARED BY: RECOMMENDED
23 INSTALL BIKE LANE SIGN R81A PER CITY STD. 401-8 No. 24953rn
�"' ( ) a Exp. 12-31-07 PK CITY OF RANCHO CUCAMONGA
24 INSTALL BIKE LANE SIGN (R818) PER CITY STD. 401-8 * 10500 CIVIC CENTER DRIVE
D ETA I L A 25 INSTALL BIKE ROUTE SIGN (011-1) PER CITY STD. 401-8 �, CIV ` RANCHO CUCAMONGA, CA 91730 SaEr
26 INSTALL ARROW SIGN (G33-1) PER CITY STD. 401—B �\��OF C '�� PK 4 of 4
CHECKED DRAWING NO.
SCALE 1 "=10' MP DATE �N0 2105